Zilla Panchayat Tender

View potential partner for Goa Zilla Panchayat Tender

Zilla Panchayat Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date13 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 11,85,389 
Notes
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Costs

  • EMD

    ₹ 23,708
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 2,371

Description

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BOQ Items

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In walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and structs etc. upto floor five level

11.31

8034

90864.54

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Providing and laying in position (1:11/2:3) Reinforced cement conrete excluding the cost of centering, shuttering, finishing and reinfrocement (1 cement: 1½ coarse sand:3 graded stone agg 20mm nominal size)

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-

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Sides and Soffits of beams, Beam Haunchings, Cantilever, Girders, Bressumers and Lintels plinth beams not exceeding 1m in depth

155.88

412

64222.56

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Providing & laying cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded granitic or basaltic stone aggrt. 40 mm. nominal size) excluding cost of centering, shuttering and finishing in: a) All works upto plinth level

18.79

6192

116347.68

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Earthwork in excavation by mechanical means (hydraulic excavator)/manual means in foundation pipeline trenches drain (not exceeding 1.5 m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. a) all types of soil

78.73

291

22910.43

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In beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases upto floor five level

24.2

8709

210757.8

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Providing TMT steel reinforcement bars of (SAIL, TATA. VIZAG, JSW Steel Ltd.) ) (Confirming to IS 1786 of 1986) for RCC work (conforming to I.S. 1786 of 1986) including bending, binding & placing in position in all the floors along with the factory made precast concrete cover blocks of specified sizes whose compressive strength is not less than that of surrounding concrete in the structural member.

4012

105

421260

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Refilling the pipeline/foundation trenches plinth sides, foundation etc. with available excavated earth in layers not exceeding 20 cm depth consolidating each layer ramming and watering lead upto 50 M and all lifts and disposal of surplus earth as directed by Engineer in Charge.

54.54

245

13362.3

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Foundations, Footings, Bases for columns

13.5

407

5494.5

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Centering & shuttering including Strutting, Propping & removal of forms for :

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Rubble packing with hard laterite stone under floors including watering ramming and consolidating etc. in pipeline trenches and other foundations complete.

37.39

2211

82669.29



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